UPN 300 - Section Properties

UPN 300 has a mass of 46.2 kg/m, tabulated to Continental Steel. A 12 m length therefore weighs about 554 kg, which is the figure to use for a steel take-off or when checking a lift.

UPN 300 has a depth of 300 mm, a width of 100 mm, a web thickness of 10 mm, a flange thickness of 16 mm, with a cross-sectional area of 58.8 cm². These are the nominal dimensions from Continental Steel; rolling tolerances apply to the delivered section.

The elastic section modulus about the major axis, Wel,y, is 535 cm³. Use it with M_el,Rd = Wel,y x f_y / gamma_M0 for an elastic check.

The second moment of area about the major axis, Iy, is 8,030 cm⁴, and about the minor axis Iz is 495 cm⁴. Iy is the value deflection depends on - for a simply supported beam under a uniform load, the midspan deflection is 5wL⁴/384EIy - so on spans where a deflection limit governs rather than strength, this is the number that decides the section.

iy is 11.7 cm about the major axis and iz is 2.9 cm about the minor axis. Column buckling is governed by the SMALLER value: the slenderness is lambda = L_cr / i, so with iz = 2.9 cm a 0.3 m effective length already gives lambda = 100. Minor-axis buckling almost always controls unless the weak axis is restrained.